Loading...
HomeMy WebLinkAboutD-353110t'/ LO M n N CL SECTION 32, TWP 24 N, R 5 E, W.M. J Z 3 0 0 \ LAKE WASHINGTON_BLVD N.----- - - - - -- - -- 1 O J 41 W / Of A - LU ___ - - - - - ��. --- O W - - - - - - - --- , -' - _-_ REPLACE EX CENTERLINE LU --- ------------- - - - - -- ° ± - - -- - - - - -- ,;I - -y- -r .' - 5 STRIPE WITH NEW RPMS -AT- - W z -_t -SAME 10CATION _ -� EXISTING FOG _ � (n - - ` - __ �---- ..._.. -- '. REP ACE EX. CENTERLINE - - - -:. LINE - "P14 +00 O —'- = 5 STRIPE WITG_NEW- -.RPMS AT- ' - ;�, - n- --r7 -- - SAME LOCATION-,_ ,.- 93 +00 ., ar — — �T jv -r � r s r,t" 6 a I— — — -- N if RIGHT-Of- WAY - ---\--"-- Ill --. -- REPLACE EX. WIDE EDGE LINE t I iJ < -- SPEED 2 STRIPE WITH NEW STRIPE AT S w ! I -' '- = � SAME LOCATION W Il } _..— - d ? z "° a __. ._ 1 LIMIT w P4, I a ma_ � u, w §0 X Z N.-=P 5 ,R2 -1 m—INmJ I W � Z ° U m _ 30 .. -. -- -- - EXISTING FOG LU -1 0. LINE - _ _ - - -- 0 } N - - - -- . - - -- - - - - w m�W - Q EXISTING FOG oiO w ° ° ED <� --RIGN-T--OF---`NA_Y-- -- - - -- _ WASHIN"GTdN - --- N__ - - -- GENERAL NOTES: 1. ALL SIGN TYPES, COLORS AND DIMENSIONS ARE STANDARD PER THE MUTCD, UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING. 3. SIGN SHEETING SHALL BE HIGH INTESNITY GRADE FOR ALL NEW SIGNS:. CHANNELIZATION NOTES: OCONTRACTOR SHALL FURNISH AND INSTALL PAINTED DOUBLE YELLOW CENTERLINE STRIPE. OCONTRACTOR SHALL FURNISH AND INSTALL PAINT WIDE EDGE LINE. OCONTRACTOR SHALL FURNISH AND INSTALL PLASTIC TRAFFIC ARROW PER RENTON STANDARD PLAN H008. OCONTRACTOR SHALL FURNISH AND INSTALL TYPE 1 AND TYPE 2E RPM PER RENTON STANDARD PLAN H002 APPROACH LINE. OCONTRACTOR SHALL FURNISH AND INSTALL TYPE 1 AND TYPE 2D RPM PER RENTON STANDARD PLAN H001 DOUBLE YELLOW CENTERLINE. OCONTRACTOR SHALL FURNISH AND INSTALL PLASTIC BICYCLE LANE SYMBOL PER WSDOT STANDARD PLAN M- 9.50 -01. OCONTRACTOR SHALL FURNISH AND INSTALL 24" WIDE PLASTIC STOP LINE PER RENTON STANDARD PLAN H008. OCONTRACTOR SHALL PROTECT EXISTING STRIP AND RPMS DURING CONSTRUCTION. r,r d( LIN E SIGNING NOTES: 0� -- -_ - - - CONTRACTOR SHALL FURNISH AND INSTALL NEW _ 1 SIGN(S)AND POST PER RENTON STANDARD PLANS. -' CONTRACTOR SHALL SALVAGE SIGN TO THE CITY AND w LINE - -1 ZI- 0 F J w CL LI L WNW to WmW t J N = U' I ZNI-QK w vVlfm n + „ 37336 „ ANN 38 � 38317 426fty- ar ®eboraa®, IXLV- CONSULTING ENGINEERS 701 DEXTER AVENUE NURTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284-0860 Lm Lm' NOTE: THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER (ONE CALL CENTER; 1- 800 - 424 -5555) FOR FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. WAHLSTROM, PLS#44651 (INFORMED LAND SURVEY) THE ORIGINAL PLANS WERE STAMPED BY SC AND BB ON 2/14/2011 & 2/15/2011 1 I Z U z 0 F J w CL C 0 G to W WmW t J N = U' I ZNI-QK w vVlfm „ 37336 „ ANN 38 � 38317 426fty- ar ®eboraa®, IXLV- CONSULTING ENGINEERS 701 DEXTER AVENUE NURTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284-0860 Lm Lm' NOTE: THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER (ONE CALL CENTER; 1- 800 - 424 -5555) FOR FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. WAHLSTROM, PLS#44651 (INFORMED LAND SURVEY) THE ORIGINAL PLANS WERE STAMPED BY SC AND BB ON 2/14/2011 & 2/15/2011 1 I t l t REVISION 1- K 7 bURiE1ER SNE B.P.B. �NR C.J.K. axE xiw SME SA.C. F w aNE WN BY DATE APPR 9Eraom _ _ SCALE �y a -- ----- - -- - -- t AAIM�m CITY OF RENTON Public Works Dept. U. WASTEHAUL POST/FOUNDATION. LLI LLI O O I O 2 I� I) W Q AS-BUILT -353 1 10 M1E LAKE WASHINGTON BLVD NORTH 2/14/1 l STORM WATER & WATER MAIN IMPROVEMENTS CHANNELIZATION PLAN SHEETS 19 19 R127